Dispersed Storage as Stormwater Runoff Control in Consolidated Urban Watersheds with Flash Flood Risk
Publication: Journal of Water Resources Planning and Management
Volume 142, Issue 12
Abstract
This article presents the results of analyzing the use of dispersed storage tanks as a low impact development (LID) alternative to mitigate the flash flood risk in consolidated urban watersheds in Barranquilla, Colombia. Fieldwork, rainfall and flow rate monitoring, and numerical modeling were conducted to evaluate different scenarios combining storage tank capacity, two types of storage operations, and different locations by land use and watershed sectoring. These results showed that it is possible to reduce significantly the peak flow with small-capacity tanks distributed in the urban watershed with hydraulic structures that divide the discharge during the peak-flow time interval. By storing 3–17% of the runoff volume, equivalent to a dispersed storage capacity from 4 to 19 mm rainfall, it is possible to reduce the peak flow from 25 to 75%. These results demonstrate the advantages of using low impact development for stormwater management in consolidated cities with limited space, if regulatory policies encourage the massive use of LID in existing buildings.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
We gratefully acknowledge the financial support from the Administrative Department of Science, Technology and Innovation—COLCIENCIAS and Universidad del Norte.
References
Avila, H. (2012). “Perspectiva del manejo del drenaje pluvial frente al cambio climático—caso de estudio: Ciudad de Barrnaquilla, Colombia.” Revista de Ingeniería Universidad de los Andes, Universidad de los Andes, Bogotá, DC, Colombia, 36, 54–59 (in Spanish).
Avila, H., and Diaz, K. (2014). “Estimating effective permeable areas in consolidated urban watersheds based on satellite image analysis and field survey.” World Environmental and Water Resources Congress 2014, ASCE, Reston, VA, 175–185.
Baker, D., Pomeroy, C., Annable, W., MacBroom, J., Schwartz, J., and Gracie, J. (2008). “Evaluating the effects of urbanization on stream flow and channel stability—State of practice” World Environmental and Water Resources Congress, ASCE, Reston, VA, 1–10.
Balmforth, D., Digman, C. J., Butler, D., and Shaffer, P. (2006). Integrated urban drainage pilots: Scoping study, DEFRA, London.
Bertoni, J. C. (2008). “Curso sobre gestión de inundaciones en áreas urbanas.” Global water partnership, Asociación Mundail del Agua—SAMTAC, Montevideo, Uruguay.
Dongquan, Z., Jining, C., Haozheng, W., Qingyuan, T., Shangbing, C., and Zheng, S. (2009). “GIS-based urban rainfall-runoff modeling using an automatic catchment-discretization approach: A case study in Macau.” Environ. Earth Sci., 59(2), 465–472.
Environment Protection and Heritage Council, National Health and Medical Research Council, Natural Resource Management Ministerial Council. (2008). “Australian guidelines for water recycling: Managing health and environmental risk (phase 2). Augmentation of drinking water supplies.” Canberra, Australia.
Markowitz, B. (2010). “Best practices for maximum beneficial use of rainwater. Low impact development 2010.” Low Impact Development Int. Conf. (LID), ASCE, Reston, VA, 51–62.
Marsalek, J., Dick, T. M., Winser, P. E., and Clarke, W. G. (1975). “Comparative evaluation of three urban runoff models.” J. Am. Water Resour. Assoc., 11(2), 306–328.
Nash, J. E., and Sutcliffe, J. V. (1970). “River flow forecasting through conceptual models. Part I—A discussion of principles.” J. Hydrol., 10(3), 282–290.
PCSWMM version 5.4.1528 [Computer software]. Computational Hydraulics International (CHI), Guelph, ON.
Rosa, D. J., Clausen, J. C., and Dietz, M. E. (2015). “Calibration and verification of SWMM for low impact development.” J. Am. Water Resour. Assoc., 51(3), 746–757.
Santhi, C., Arnold, J. G., Williams, J. R., Dugas, W. A., Srinivasan, R., and Hauck, L. M. (2001). “Validation of the SWAT model on a Large River basin with point and nonpoint sources.” J. Am. Water Resour. Assoc., 37(5), 1169–1188.
Sarma, P. G. S., et al. (1969). “A program in urban hydrology. Part II.”, Purdue Univ., Water Resources Research Center, West Lafayette, IN.
Secretaria Distrital de Ambiente. (2011). “Sistemas Urbanos de Drenaje Sostenible” Alcaldia Mayor de Bogotá D.C, Bogotá, DC, Colombia.
Stahre, P. (2005). “15 years experiences of sustainable urban storm drainage in the city of Malmo, Sweden.” World Water and Environmental Resources Congress, ASCE, Anchorage, AL, 1–12.
Stewart, D., Bodine, D., Mangarella, P., and Garfield, L. (2008). “LID design for a residential lot in the Truckee River Watershed, CA.” Int. Low Impact Development Conf., ASCE, Seattle, 1–7.
Tornes, L. H. (2005). “Effects of rain gardens on the quality of water in the Minneapolis-St. Paul metropolitan area of Minnesota 2002-04.” United States Geology Service, Mounds View, MN.
Tucci, C. E. (2007). Gestión de Inundacions Urbanas, Rio Grande del Sur, Porto Alegre.
Viavattene, C., and Ellis, J. B. (2011). “The management of urban surface water flood risks during extreme events.” 12nd Int. Conf. on Urban Drainage, International Water Association, London, 1–10.
Zahmatkesh, Z. (2014). “LID implementation to mitigate climate change impacts on urban runoff.” World Environmental and Water Resources Congress, ASCE, Reston, VA, 952–965.
Information & Authors
Information
Published In
Copyright
© 2016 American Society of Civil Engineers.
History
Received: Jul 18, 2015
Accepted: May 24, 2016
Published online: Jul 20, 2016
Published in print: Dec 1, 2016
Discussion open until: Dec 20, 2016
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.